BOND OF DEFORMED REINFORCING BAR EMBEDDED IN STEEL FIBRE REINFORCED CONCRETE

It is known that the addition of steel fibres leads to a reduction of crack width of bending elements in reinforced concrete. It is, however, not established whether this effect is only due to the proven transfer of tensile force by the fibres across cracks or also because of an improvement of bond of the embedded deformed bar reinforcement by fibres. It is the aim of this report to enhance knowledge about bond of reinforcement embedded in fibre reinforced normal concrete.(a)

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/02625075
• Corporate Authors:

  Longman Group UK Limited

  Longman House, Burnt Mill
  Harlow, Essex,   England 
• Authors:
  • Rostasy, F S
  • Hartwich, K
• Publication Date: 1988-8

Language

• English

Media Info

• Pagination: p. 151-8
• Serial:
  • International Journal of Cement Composites and Lightweight Concrete
  • Volume: 10
  • Issue Number: 3
  • Publisher: Longman Group UK Limited
  • ISSN: 0262-5075

Subject/Index Terms

• TRT Terms: Adhesion; Cracking; Ductility; Fibers; Pull out test; Reinforced concrete; Steel; Strength of materials
• ITRD Terms: 5942: Adhesion; 5211: Cracking; 5909: Ductility; 4557: Fibre; 6259: Pull out test; 4794: Reinforced concrete; 4542: Steel; 5544: Strength (mater)
• Subject Areas: Materials;

Filing Info

• Accession Number: 00483144
• Record Type: Publication
• Source Agency: Transport and Road Research Laboratory (TRRL)
• Files: ITRD, TRIS
• Created Date: May 31 1989 12:00AM